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BP-05-1341Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/8/2005 Applicant: NELSON Owner: OLIVA JOB ADDRESS: 10451 NE 4 Contractor Local Phone: Parcel # 1122310150090 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1341 OLIVA NELSON AVE Contractor's Address: Page 1 of 1 Legal Description: MIRROR LAKE SUB PB 56 -15 LOT 9 LOT SIZE 75.000 X 110 OR 16141 -3803 Fees: FEE2005 -14298 FEE2005 -14299 FEE2005 -14300 FEE2005 -14301 FEE2005 -14302 FEE2005 -14303 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $380.00 $4.80 $5.00 $1.60 $9.50 $6.00 $406.90 Total Fees: $406.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/13/2006 Construction Value: $8,000.00 Work: REPLACE WINDOWS AND SHUTTERS {NOV 2 3 PAID c..' 4 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: SEP ;4 BUILDING PERMIT APPLICATION FBC 2001 Cit (4t tta $4145 Tenant/Lessee Name Contractor's Company Name Contractor's Address City State $ Value of Work For this Permit 4' Total Fee Now Due $ 'O • O (Continued on opposite side) te Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ` Permit No. )5 Master Permit No. Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) N ouu4 Phone # 1 .4 Owner's Address (WWI Ns 4 m • State , Zip 33131 Phone # Job Address (where the work is being done) t0 (DNS( OE tut • City Miami Shores Village County Miami -Dade Zip 33(3S Is Building Historically Designated YES NO J Phone # Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ['Addition DAlteration [JNew Repair/Replace Demolition Describe Work: .v3 ** * * * ** * ** * * * * * * *** * * * *** F ees * * * * * ** * * * * ** *** * * ** ** * * * ** * ** 2 a Submittal Fee $ Permit Fee $ 3 SO '! CCF $ 4 .80, coicc Notary $ 5 . 0I Training/Education Fee $ 1 - ro"d Technology Fee $ e l - 'S Scanning $ ( .C7) . Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conkenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constr it ao d e ion IA-Mel-stand that a sepa to perngiwnu''t be recur for €LECTRICAL WORK, PLUMBING, SIGNS WELLS, P 6LS, ACES;BbILERS, HEATERS, TANKS and C „ N S . ETCl1to i ., 5 IO 7 OWNER'S AIlNIDAVIT: I certil t L 4 a foregoing information is accurate and : i work will_`4 t i s cq t t +ith all applicable laws regulating construction aitrzoiimg. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOPr I' . O wNTS YOT � RTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH a Y ` LEND QR' "&AN Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMEN Cei tw Notice to Applicant: As a condition to the issuance of a building Permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certffied copy of the recorded notice of com e' went must be posted at the job site for the first inspection which occurs seven (7) day r_ the building permit is issued t absence of such posted notice, the inspection will not be approved and a reinspection fewill . iee be charged Signature er or Agent // Contractor The foregoing m ent w acknowledged be re me this i`-1 . The foregoing instrument was acknowledged before me this day of � O by Iv`OJn 6 I VLX - , day of , 20 , by who is person . , y kno to me or who has produced -- Ef '..J . who is personally known to me or who has produced As identification and who did take an oath. 'iS as identification and who did take an oath. NOTAR '" UBLI ' NOTARY PUBLIC: '' ;, Sign: -���: Sign: Print: e 1,1010 Print ,. My Com fission Expires: t � t1 k �? ` � ` ';;a Co.,���� " y Commission Expires. * * * * * ** * * * * * * * * * * * * ** * * * * *,��r, *, ,� �ro�;* ***i*4*fir * * * ** *tk*ae *Vi** ** , * * *** * * ** , ******* * ******* ** * ** *** **** ** Arn APPLICATION APPROVED BY: chc 05/13/03 Signature ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** f! Q Plans Examiner Engineer Zoning BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT I 83 ��� being the legal property owner, for the property Located at: 10461 0 .E, Naci Megv■■ stkcsat P. 3313 Legally described as IA 1 LtPckE , Q 6 Pk . r f (°k? ` - P Po r ' Do hereby petition the Village o Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),.,.nd I have read and understand the following disclosure Statement, which entitles me td .. ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. Was acknowledged before me this `B M- 1.5Cr - , Olt Vol Produced II) Owner Owner VILLAGE OF MIAMI SHORES DISCLOSURE STATEMENT. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have Iicenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument day of 20 who is personally known to me or who has as identification • • s did take an oath. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /O' Z f /45 Permit No. OS— 434/ Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF Pressure ( +) PSF ( -) PSF Size 3p x 3-1v.. Yes / No Yes / No Yes / No N I WNflai4 O - - °hoa. 1 g\tv, 0 -- -.0b a— 51 o)- 411-. — 3 17 S - 72.4 - "1. fir 3 W ‘cs0o.,.1 0 � -.off f 311/4 3 CWA aa\ oa - V.'Wo I 4 r % '. - ma oa - 01 01X- e4 Wt. lk x 31-0.1 y 4 s).4..te(_ cr.- 0411 S w,ono o _ oak,) - 04 "S kk x3/ s� ,T s 'n\ _ a)._ -ok ri G ui t o z to o- yr 3 g 1 /z i}.L 31.vJ - - wivi)aW to - a4:ta.4 3 4a ,c soy, ,,..1 �- 5 ''e- 0z -X11 A, $ li-,v lo.a ox -oco la-. 0 3 1ik * 5'o Yew QJ ® S4�. Oa- - 0414.'ta q wti,r+o 01. - ob1a -• ©ar 3 .< ZAO‘f tl, S lea.. - g �� ro wvNUatJ ©a- ©hg-.. It. (I- i-3 *` 1 n CO ''l ©a- -o41 . '& \,\ 5-- A'c1.0b 411111114 AM. f- W;vJQD'l Q -a @ \ 14'(1. - y 1- izeATL- W-- ---tack A.06 \1 u); weta oa- -Ob ∎a. oA- 144 7 3 P V;wtipaa 0r - Qkov7.. %. cg- -.0 ik.Na . ( I - t4 5 - IS slit - w---04\x. 'CN\4 go vysmx.1 5vs ea- ob\a.- ox-013c 9 -V.0 14`/:t4 -vJ A a '.,W N % rlf1ill 1045 / l 4— , - t 4-f 1 OS MI OW IPCDS >r. Miami Shores Building Department Product Approval Schedule / Comparison Chart Opening ID r�— ( - R- rk; zo 20 �.l 2C 22 22 2 3 23 im p o i n crlptiono of Window or moor or Mullion 5Clea winl0�...t l,1iar0N.+ S L wi.,•0.4+ 51'x+- �CLcd�- • 1L 5. -L skvEctee- Product Acceptance Number O -- ©la)x oar• DALE. 4to oa - CA)M. o¢ - o4C W,0 Oa- — or, tdr —1 ZAs - Op • —o(o O - 041.8 (.12-- -KY* o4 Cto Oi- - CAD LI.. zl Q\p 01.-0417-. ob 0 �a • 04 oa•— o411 `"Wo (ok 0 4 Da- -fl4m.1-. r36 (D b - -o‘\ . oot �1�.'UIo oa` -o�la. V r Oa- -0 41. �<m Product Approval Design Pressure ( +) PSF ( -) PSF Address: Permit No. Opening Design Pressure ( +) PSF ( -) PSF Rough Opening Size 33 f -'10.3 aw 503FaVit 6I /1..t} * 3 1. • 51 1+ is W 31 34-3V4-14x 3--w 76 /4- l{' x 3 1 . v I .5 %Alt 31-w 46 kir-13-1 Shutter Required Yes / No Mullion Required Impac Yes /No Yes / No or 1 J 1 ( % V • . • • • • • • • • • • • • •• .• ••• • • • .• • • • • ••.. • • • • W irW Pee& Wit. torr rael Vi41 tout, PoortuS• fte e' ?\ • • • • • • • • • • • • ••• •• •••• • • • •• •• • • • • • • • • ow e' tdo s e "mot? ,071 r y� )413%f pV»1 ° S st-4# ego 1 ol% T %gm:* vol •gtfu►'RW • Au (p.P t Mr' • 701- • •• .. • • • • .. .. 0000 0000 O 0000 • •••• • ••• . 0 • • f4oN'r ecgoirrto C.tourn VA491 • .... • • . • • • .... • • ... • • • • •• • • • • • • •. • 0 ••:• • . • rorrtcon, MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 96-47, titled "0.063" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 3/25/96, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA s 11 be oyicted thh tir,q by the manufacturer or its distributors and shall be available for inspection at the job'site atAheat krist:of lad Frualding Official. • •• ••• •• • • This NOA renews NOA #99- 0219.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez • ••• • • • • • • • • • •• • • • • • •• ••• • • • •. • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • •• • • • • NOA • • • • • • • Expiration Date: Approval Date: No 02 -0417.06 April 18, 2007 May 16, 2002 Page 1 • •• • • • ••• • •••• • • •••• • ' • • • • •••• •••• • Z = • ti •••■h' • • •• •••• • •••• 115' TYP 1.00' MAX O ANGLE O OPTIONAL ANGLE SCALE . t /1^ • 0• - SCALE 1/4^ • 0• -r TENSION PA1TCNER 0.C. ron EXISTING STRUCTURE 0 PRODUCT MARKING IDEATION l LOP TIONAL LDCATIO96 I I 0' CO / 119 V�1 R AGE I MTS STORM PANEL SCALE UL• .Ao•.P • •• • • • • • WIDTH UNLIMITED 1 ;IPEr NDgANEL SPANI CTION[ 1 • 1 O TYPICAL ELEVATION TOP M011N1 PLAN VIEW BOTTOM MOUNT AL ANGLE CLOSURE PIEC■ I .08' MIX TO Y•S' • .011' MAX 11 .L 070• 2 460 ITYPI HORIZONTAL LEO aPT4MAL ALT Lea 1.666- DN0CIION O EXISTING STRUCTURE O "A•' HEADER SCALE . I /A • 0• -1' 4 5 • g i 0 • 4 I n TYP I PLAN VIEW SCALE. 1 -1 /2 • Y -0' WINGNUT SCALE • HALF SIZE WIDTH 1 0.0180. ---{{{ IPERP TO PANEL SAWN 1 SEC I10s O TYPICAL ELEVATION — DIRECT MOUNT "U' HEADER SCALE . 1 /4• • 0• -r R OPN9RAI NOtegl 1. THIS SHUTTER SYSTEM 15 °ESION80 IN ACCORDANCE WITH TIM SOUTH FLORIDA BUILDING CODE. 1991 EORNN. AND INC 1991 BROWARD COUNTY COITION. 2. POSITIVE AND NEOATIVO DESIGN PRES50RE CALCULATIONS SMALL BE PIRPORM60 01 ACCORDANCE MTN A5CE T -00 - .NORM OISOM LOADS FOR 000.00108 AND OTHER STRUCTURES^ TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. E. STORM PANELS SMALL BE 5051 -11I6 AL1MIN0M ALLOY, 0.067 THICK. WITH AN PT IOCPORE 110114W01 OF 19 4451 EXTRUSIONS SHOWN SMALL 51 0007 -16. ALUMNL84 V.O.N. L. PRODUCT MARKINGS SMALL BE WITHIN 1E' OF ONE END OF THE PANEL WITH • MN OP ONE MAROON; PER PANEL AND SMALL BE LA8CLE0 AS FOLLOWS. PCIMA CORPORATION WEST PALM BEACH, PL DACE COUNTY 0000. APP00 5. ALL am TS ANO MASKERS SHALL BE 0•LVAMLCD OR ST•INLESS STEEL WITH • MINIIMNM PT • II 4451 0. TOP 0 00TTON DETAILS SHOWN NAY BE NTERCNANGED AS FIELD CONDITIONS DICT•TE. PANELS NAY DC MOUNTED HORIZONTALLY *MERE APPLICABLE. T. THE DETAILS AND SPCCVICATIONS SNYWN NEPEN REPRESENT ENE PRODUCTS TESTED FOR D4PACT. Cv(LR AND UNIFORM STATIC API PRCSSORE LOADINGS N CONFOPNANCC WITH DADE COUNTY PROTOCOLS PA 101. 101 AND 203. - POSITIVE DESIGN LOAD 68 951 - NEGATIVE DESIGN LOAD 8S PSP 0. OESION IS BASED ON CTC TEST REPORT No. 96 -008 DATED 7•16 -95. O STUDDED ANGLE SCALE : 1/4• • O• -1- 8118110 FASTENER iA' O.C. ANY AC C6ENTABLE ANCM000 /TYPI U4 -IO a mu :war.. STUD } / PUNCHED NTD ANGLE IS[C P00 0PACR151 4 1.00' PRODUCT RENEWED ACCEPTANCE NO. - U2Iq• EXPIRATION DATE 11%tt 191- DO; BY ✓.. !1 ' ✓ . . BUILDING CODE COMPLIANCE 016103 DIVISION srmrcr 8 APPROVED AS WITN THE SOUTH ELI I INC CODE pp�� DA i 2:4,4 d: 199.1Q ET 1" PRODUCT CONTROL DIVISION 9UILOINO CODE COMPLIANCE OFFIC ACCEPTANCE SOFIA ('7• D c. - 1/84244 • T • AR 8MTEO �• a0 a•a...w ro 46 -47 ( •n••• 1•. I ) 4402. SEPARA ION P p :. GLASS • 1 -3 / 4' GLASS OR 000* — EXISTING STRUCTURE TENSION FASTENER ISIS ANCHOR SCMDULEI TYP. TOP S BOTTOM • •• • • • '— EXISTING STRUCTURE ••• • • •• • • • • • • •ANGLE TO WA•L OETA•. • • •••• • WIRE! • MOUNT SECTIO • •• • • • • • • ••• • • •• ••• • •••• GLASS MIL SEPARATION PROM GLASS • 2-3 4 O SCALE 3" • 1• -0" •• • • • • WOOp PRAMO20 • - •• 1•E M ANNp5 SC • • • •TYP TOPSBO WALL MOUNT S SCALE = 3 • 1*-0' 3 MAX. 1/4 -E0 MACHINE SOLT S 5102GNUT • 5 - 0.C. POR STUDOE0 ANGLE BOTH TOP 4 BOTTOM USE • II' 0 C. PANEL TO ANGLE DETAIL BOTH p E O.C. GLASS OR DOOR ©CONT. MIN. SEPARATION PROM GLASS • I -314' GLASS OR 12003 T • 0 P.T. WOOD CONT. SHEAR FASTENER ISEE ANCHOR SCMOULII TYP. TOP 1501701.1 - 1/4 -20 NADINE BOLT S WINONUT •o S O.C. FOR ST0000b ANGLE 507E TOP & BOTTOM USE • IT O G 4402. SEPARATION FROM GLASS • E4 /4' italub THIS DETAS. MAYBE U500 AT TOP OR BOTTOM OF PANELS. EXISTIN0 STRUCTURE © CEILING /INSIDE MOUNT SECTION SCALE 3" • r -0 CONT. V4 • • 1 -3/4' S.S. LAO GI IT O.C. W/ 1 -1/T PE5E7 *ATION INTO WOOD E - 1 /4Y • 4 -VT SA LAG SCREW • 34' 0.C. MAX. W• 1-3/4' PENETRATION M CENTER OP STUDS NOM USE OF MS DETAIL IS LIMITED TO • 7E P54. O WALL MOUNT SECTION (BOTTOM) SCALE 1/4 MAX. I MIN SEPARATION FROM GLASS • 7 -314' EXISTING STRUCTURE GLASS OR 0003 GLASS OR DOOR (X4 7020 STRUCTU*( SCALE = 3' • t -0 ONT. 7YP. OP S BOTTOM ©CONT 7YP. TOP S 0077044 MN. SEPARATION TENSION FASTENER IS!! AMMO* SCMDOLEI TYP TOPS BOTTOM 1/4 -30 MACMINC SOLT & NOT 1 O.C. TYP. TOP L T BOTTOM 1/4 -30 MACHO* SOLT S WINOIDIr p 4' O.C. PO0 STUWED ANGLE BOTH TOP & BOTTOM USE • sr 0.C. • SIDE CLOSURE 53017 15E1 PLAN NSW/ 007(5= - N A0(R3�E11[ANNOT BE USE! 02 =ma :ft= TH 7145 DETAIL. BUILD —OUT MOUNT SECTION © SCALE . 3 • r -0" TENSION PASTEMA - 053 *AWL CALN-IN DR W 000 005 ITOi3 T1 AT O.C. OR 1T 0 . 00 NOT USE SCHEDULE SPACING IS LESS THAN A' - ISLE ANCHOR rep SCHEDULE P0R PAS 150* SPECS L SPACOXU 7110 700 * 5014044 Fawner RENEWED a► 3m1PIYhlgwith On Florida Cade Acceptance No Ezigration Mae 8 z 1 PRODUCT RENEWED ACCEPTANCE No. 4 r711q• 0 EXPIRATION DATE MR Lt. 11-200 DY J( FRODUC3 ON7ROLDIVISION DDILDINO CODE COMPLIANCE OFFICE APPROVED AS IAMPLYIN WflH 111E EXISTENT STRUCTURE SOUTH FLORIDA •�„,I1 CODE DAT :tit ._4g : 19 WALL MOUNT SECTION eY �� O PROM • CONTROL DIVISION (DIRECT MOUNT) BUILDING CODE COMPLIANCEO ACCEPTANCE NORS -o7I "L0/0 X.L *1353114;5 I TENS IO N SNEAK EXISTING STRUCTURE ANCHOR I ESCRIPTION LOAD IWI SPAN I 5' -8 MAX. 8' -8" MAX. EXISTING STRUCTURE ANCHOR DESCRIPTION GAO IWI SPA S MAX. (TENS Aw EXIS TTI ST%UUTN ANCHOR DES W l& SPAN IL •••• • • •••• E ANCIS.R SCHEDULE 2" EDGE DISTA..L.E FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) 47.5 PSF MAX. ill, 11 1/4 "O ITW TAPCON W/ 1 -1/8^ MIN EMBEDMENT 62 PSF 85 PSF MAX. MAX. FMFIMFMltrIFXtjFMPXOP 1/4 "0 ITW TAPCON W/ 1 -1/8" MIN. EMBEDMENT • • AO IWI 47 PS 6.P :TAPS M.5 A P X. I 'AX . ANCHOR NOTES, 1 ENTER TABLE USING NEGATIVE OESIGN LOAD 11 AND SPAN (LI FOR SPECIFIC OPENING 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 3. WHERE LAO SCREWS FASTEN TO NARROW FACE OP STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOp0 STUD. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUPACTURERS RECOMMENDATIONS. CONCRETE 1/4 - 0 RAWL ZAMAC NAIL -IN W/ 1 -1 /8" MIN. EMBEDMENT 47.5 PSF 62 PSF 85 PSF MAX. MAX MAX. HOLLOW BLOCK I/ 4"8 RAWL ZAMAC NAIL -IN W. 1 -1/8" MIN. EMBEDMENT ANCtIOR SCHEDULE 3" EDGE DISTANCE • •PETLSTAER SPACING REQUIRED FOR • • 4ARLQ5JS DESIGN LOADS 1INCHESI CONCRETE (TENS ON SMEAR 1/4 "0 RAWL CALK -IN W/ 7/5" MIN. EMBEDMENT 47.5 PSF 62 PSP 85 PSP MAX. MAX. MAX. 1/4 "0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT TENSmp Si • • 1/4 ^• TAPCOr W/ 1/4 "0 RAWL ZAMAC NAIL -IN 1/4 "m RAWL CALK -IN • •1- 1 /8 W/ 1 -118" MIN. EMBEDMENT W/ 7/8" MIN. EMBEDMENT 47.5 PSF 62 PSP 85 PSF 47.5 PSF 62 PSP 85 PSF MAX. MAX. MAX. MAX. MAX. MAX. W000 1/4 "m WOOD LAO SCREW 7/16 "0 WOOD BUSHING W W/ 1 -7/8" MIN. EMBEDMENT w/ 5/0 MM N 47.5 PSP 62 PSP 85 PSP 47.5 PSP 62 PSF B5 PSP 47 5 PSP 62 PSP 85 PSP 471 PSP 62 PSP 85 PSP 47.5 PSP 62 PSP 85 PSP MAX. MAX. MAX. MAX MAX MAX. MA MAX. MA A MAX MA 'X AX CIMMIEB IWIFT1WILTIMLIMI EM/RID STRUCTURE HOLLOW BLOCK ANCHOR COESMEM• 1=4= DESCRIPTION 1/4 "O ITW TAPCON W/ 1/4 "0 RAWL ZAMA NAIL -IN 1/4 "0 RAWL CALK -IN 1 -1/5" MN. EMBEDMENT W/ 1 -1/8" MIN. EMBEDMENT W/ 7/8" MIN. EMBEDMENT 47.S PSP 62 PSP 85 PSP 47.5 PSP 62 PSP 65 PSP 47.5 PSP 62 PSP 85 PSP MAX. AX X M A. . X . A MA 1 l 1 M 1 i EE M S' -8 MAX. 8' -8" MAX. 1/4 "0 WOOD LAG SCREW W/ 1 -7/8- MIN. EMBEDMENT 47.5 PSP 62 PSP as WOOD PSP 47.5 PSP 7/16 WOOD 805441146 W/ 1/4 "0 S.S. MACHINE SCREW W/ 5/8" MIN. EMBED. 62 PSP rRODUCC RENEWED 0 00mPlyIGgw86 ft0 FToo18A IA Wing Coda ' ASE No 02-04106 8S PSF 11W. s(PAR•110■ FROM GLASS T I/ 4 GLASS OR ODOR EXHJT010 STRUCTURE MIN. SEPARATION PROM GLASS • E -314 CONT. TENSION PASTENTR 1SEE ANGMOR SCMEOULEI 1(1.4011"0-131T NO15 THIS CONNECTION NAY el Gu0 AT TOP OR BOTTOM OP PANELS. O WALL MOUNT SECTION SCALE . S" • T - EXISTING �0 TENSION FASTENER STRUCTURE (SEE ANCHOR SCHEDULES ISM THIS CONNECTION MAY BE 11510 AT 70P OR BOTTOM OP PANELS. PRODUCT APPROVED AS ACCEPTANCENo. o iQ 0).1 Ell • SOUTH FLQI1 0 1 4 -10 MACMNC BOLT 0 1 WINONUT • 6' O.C. FOR n STUOOE° A86U 80TH TOP *NO BOTTOM USE 11 p t1 OC 1/4 •10 NADINE act? & NUT p 111 O.C. O ALT. BUILD -OUT MOUNT SECTION SCALE S" • T -O" TIED WON THE COOS 19.g.(2 EXPIRATION DATE _ B .1 • , e. „: / e T /17 I A/! PRODS � � H 1BOl 0I1 P CONTROL DIVISION U(LOINO CAGE CO OFFICE BUILDING CADECOMPLANCE OFFICE-8 t - ,, - - 7 17 ACCEPTANCE 140. re 61996 411• MIAS Ma14n by vR1 96 -47 • M 1 A M I�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • IP NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 5100 NW 72°' Avenue Miami, Fl 33166 ScoPE: This NOA is being issued under the applicable rules and regirCatig . ingf a use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2100" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W99 -48, titled "Series 2100 Alum. Single Hung Window ", sheets 1 through 3, prepared, sr u v ' 1 d sealed by Humayoun Farooq, P.E., dated 6/10/02, bearing the Miami - Dade Coup - .. , _ ' . 7 61, with the Notice of Acceptance number and expiration date by the Miami- County Product Control Division. MISSILE IMPACT RATING: None LING: Each unit ent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved's:ludcss otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials. use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any otherpurposes shall automatically Germinate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number prrpe4 tly jhe.wopd MGyni -Dade County, Florida, and followed by the expiration date may be displayed in advdrtising3it'critule; l�'aitylportion of the NOA is displayed, then it shall bc done in its entirety. • • • • •• • •• • ••• •• • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at the req+aast of the Building Official. This NOA renews and revises NOA # 99:0/114 anci,•aon9ists of 1 as well as approval document mentioned above. • • • • •• • • • • • ••• • The submitted documentation was reviewed by Raul Rodriguez. ••• • • • • ••• • •• • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 160;, MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0612.04 Expiration Date: July 11, 2007 Approval Date: July 18, 2002 Page 1 0 /8" MAX. WINDOW WIDTH 49 5/8" MAX. .L OPG. (FIXED) DSB —ANN. GLASS /j/ 48 1/16" MAX. VENT WIDTH CD 6" MAX. 0 W 0 CENTER ANCHOR 0JHEAD &SILL READ. ON WINDOWS OVER 26 -1/2" WIDE ONLY TYPICAL ELEVATIONS TESTED UNITS NOTES; 1. THIS PRODUCT IS DESIGNED TO COMPLY WI1H THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS_ ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY •APRROVEp. ••• IMPACT RESdSTa:IT'SHUTTERS. • • • • • • • • • • •• • • • • •. •• • �ngt: R! HU t� N ... �'RUI ILR�S • o oa • • .: fide PE t 1 • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • ••• Wpprolvs: as complying whh the Florid*4 'ding Code Date luy III �141 NO* /32. 1..8 All Dade Proda ootrol Uiwgao Rv � � . i c e/: t,val , n( c3 z c 0 U m 0 m a fl on CI 0 0 v • 0 1 2 W c0 0 o se ic4;)- §81 A u drawing no. W99-48 (sheet 1 of 3i 050-00-367 2 050 -00 -375 3 JAMB VENT TOP VENT BOTTOM 8063 -T8 6063 -T6 6063 -T6 5 6 7 8 9 10 11 12 13 14 15 16 17 18 050 -00 -366 050-00 -164 050 - 00-492 051 -00 -160 050 -00 -119 012 -00 -832 050 -00 -000 047 -00 -008 050 -00 -000 007 -10 -016 004-00 -003 048 -00 -002 046 -16 -005 WV -8502 2 1 2 1 AS REQD. AS REQD: 4 AS REGD. 2 AS REQD. AS REQD. AS REQD. AS REQD. HEAD SILL VENT SIDE MEETING RAIL FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW WOOLPILE VENT SIDE ACRYUC BASED GLAZING COMPOUND SWEEP LOCK O r FROM ENDS ROLL FORMED SCREEN FRAME FIBERGLASS SCREEN MESH SCREEN MESH ROLL VINYL BULB WEATHERSTRIPPING 6063-76 ALUMAX • 6063 -T6 6063 -T6 6063 -T5 ZAMAK VINYL TIFTON ALUMAX TIFTON ALUMAX TIFTON TIFTON #8X3 /4'SMS # 8X 1 " SMS AMESBURY SCHNEE MOREHEAD 5555 MARBOLLO INTL. OPTIONAL WIBORG NRY %NT. 19 r LAY SILL 21 22 23 046 -1 -030 1 /JAMB 2 AS REQD. BLOCK AND TACKLE BALANCE CLOSED CELL "FOAM PAD ROLL FORMED GLAZING BEAD - 1 1'X2'X1/4' AT EACH - CORNER WINDOW COMPONENTS - ( ALUMINUM Lu WV LJ.'. • 3/8' MIN. TYP. GLASS BITE VENT WIDTH EXTErr rag • •• WINDOW • WICM • • • • •• • •• •• • 4 ; L r. OR. 4.1 IrGUN FAROOQ •. „.FRUCCURES••• •FLA. PE 4. 4 65517 • • • . • • • • •. t .. 1 rr:3G TYPICAL ANCHORS SEE CHART FOR SPACING 1/4' SHIM MAX. • • •• •. a • •o • • • jltptrovrC as complying with the • i londa 111`.•dla ; Cad 1 • ate a t • Miami Dade Prod bivision • aiy .o Content 1 ( 0 4) 0 0 1 m 0 S 0 a 2 0 0 c � drawing no. W99 -48 r sheet 2 of 3 f� VENT .TOP CORNER VENT BOTTOM CORNER .• ••• • • • • • .. • • • • • • • • • • • • • • -• • •• ••• •• • • • •• Lew: pt j a i ro i r Moog, • :: PE./ 3 • .✓�� • • • • • • • • • • • • •• •• • • • • ••• • • • • • ▪ • • • • • '• •Ap as complying with the • Florida Reding Code Date IJ� 1 Loa 4 ` NOM o - 01e M L mi Dade Pi $uct Control • i)§tision • R+ z CO Z c.1 t o p 1�1 N 1 O LL U r" 0.Z M CO aQI O 0 03 MIPS W � in . w- C C c 0 01 0, 10 8 J J O _ 4 a 0 0 v 0 .c ) drawing no. W99-48 t sheet 3 of 3 1.199 2.177 .062 FRAME HFAQ L.969 J MFETING RAIL 1.109 1.625 .062 1.3550 1.938 .062 .937 1-- F-- 2.125 VENT BOTTOM RAIL 2.327 1.000 1.83:3 7 1.982 - 1075 -.1 .062 • • 1 .937 SASH .SltE MC • •• ••• •• x12501 • • • • ••• • F - • : . • • • . • . • .• •• • • • •• 1 • • • • 1.375 ••• x .062 • • . . . . . L 2.125 • • • • • • • • • • • •• • • • • • • • • • •• •• ••• • • 1.375 • •• • • • • • • • •• FAME 841ttM CORNER • TYPICAL ANCHORS SEE ELEV. • FOR SPACING 1/2' DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG . d a 4 • v 4. • TYPICAL ANCHORS: 11 3/16 TAPCONS (BY ELCO) OR � EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEP1 i± A r s< T1, 1/8" SHIM AT EACH CORNER OF SCREEN MUST SUSTAIN LOADS IMPOSE BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y W000 BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO 1-1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORKERS, AND HEADS OF INSTALLATIO SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED FIXED MEETING RAIL AT ENDS SEALED WITH GE SIUCONE. • • • • • •••.•• •4.•... ... • • • • ... • 2 • • a....•••. N• • .I,.• •• •p•• .•• • • • • • • SSE EIVIJOR tPA1NG • • • • • • • • • • • •. •• • • • •• •• ••• . • • ••. • • 1BY OR 2BY w000 BUCK DESIGN LOAD CAPACITY - PSF SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. DSB -AN GLASS 3/16 " - ANN. GLASS 3 /18 "- TEMP. GLASS WIDTH HEIGHT EXT. CO 1NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 19 -1 /8' 26-1/2 37" 53 -1/8 26' (3) • 63.3 78.4 80.0 125.0 80.0 210.0 63.3 78.4 80.0 . 125.0 80.0 180.6 63.3 78.4 80.0 125.0 80.0 129.3 34.9 34.9 80.0 90.1 80.0 90.1 19-1/8 26 -1/2" 37" 53-1/8 38 -3/8' (3) 63.3 78.4 80.0 125.0 80.0 169.5 63.3 78.4 80.0 122.3 80.0 122.3 59.1 59.1 80.0 87.6 80.0 87.6 X X 76.8 61.0 76.8 61.0 19 -1/8' 26-1/2" 37" 53 -1/8 50 -5/8" (5) 63.3 _78.4 80.0 125.0 80.0 210.0 6.3.3 72.9 80.0 125.0 80.0 154.6 50.9 50.9 80.0 88.6 80.0 104.1 X X 61.6 61.6 62.6 62.6 19-1/8" 26-1/2" 37" 53-1/8 57" _' (5) 63.3 78.4 80.0 125.0 80.0 190.2 63.3 65.4 80.0 111.9 80.0 137.3 X X 79.4 79.4 80.0 98.3 X X 54.5 54.5 57.9 57.9 19-1/8" 26-1 /2" 37 " 53 -1/8 63.3 73.8 80.0 125.0 80.0 172.1 62.4 62.4 80.0 100.2 80.0 124.2 X X 73.2 73.2 80.0 89.0 X X 49.1 49.1 54.5 54.5 19 -1/8" 26 -1/2" 37" - 74 -1/4' (6) _ 59.8 59.8 80.0 125.0 80.0 175.2 X X 80.0 1 85.2 80.0 126.5 X • X 6.4.4 64.4 80.0 90.6 X X - 46.6 46.6 50.0 50.0 • >rt NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ROLL FORMED ALUM GLAZING BEAD • • • • • • • • . • .. • GLAZING OPTIONS ROLL FORMED ALUM GLAZING BEAD 3/16' ANN. GLASS OR 3/16' TEMP. GLASS DSB -ANN. GLASS BEDDING COMPOUND a BEDDING COMPOUND SCHNEE MOREHEAD 535' • 4 • ' • • ' SCHNEE MOREHEAD 5555 .. • • • • • . • • • • . • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • co x z BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAG - L ' w ET, SUITE 1603 I LORIDA 33130 -1563 FAX (305) 375 -2908 TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing`th e fconstruction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion with Steel Reinforcement APPROVAL DOCUMENT: Drawing No.M95 -08B, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted. herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.02 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 L J M 10 SINS B IV D.C. STEEL REINFORCEMENTS .STEP 1 STEP 2 S TEP 3 S 4 STEP 5 ▪ 6 MULLIONS WITH STEEL REINFORCEMENTS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Engr OR. HUMAYOUN FAR00Q STRUCTURES Sss7 DEC 1 2 2001 RECTANGULAR MULLIONS WITH STEEL INSERTS USING PROPERTIES FOR STEEL AND ALUMINUM TUBE$ NOTES- 1. ALL GLAZING PRODUCTS USED WITH THEM MUWONS MUST MEET 1140 APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (stucco. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. A ALL MUWONS TO BE ALLOY 8063 -73 5. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED. PRODUCT RENEWED ACCEPrAtiCENot at_MI.0Z EXPUTATIONf en 2L g o g * L) 5 n O • a O [,-,re PEVA avz0 am m n M z� o inz z c k 1 4 drawing no. M95 -08B sheet 1 of 3 GLAZING PRODUCT' GLAZING PRODUCT f escHORS ■►\■\■■■e \ ■ ■\ MaRIMIN MO■►r■\■■ NNW. 111•11■111111111011111 MUM: \tom \■■\ ■ \' \ ■■ IMII■`■■ — "MUM BH 20 40 6ET 6H 72 B0 TRIBUTARY WIDTH - INCHES TYPE . OR 0RC GLAZING PRODUCT a� VERTICAL MUWON PRRODUCT \Rc W2 TRIBUTARY WIDTH WI + w2 2 'pen AA. 00 C rHORIZONTA- MULLION MULLION SPAN ID m ID . .4 .4 B n 20 IiiMMWOMMENHIMINIIN \IIIMIT U■\■■\` 1111 \\ ■ \\■■ \■ ■\ ■ ■■ INPUOMAZIMMIIIMIMI ���L`"'i�1►�iir�iilT����\ ■01111■■\\■\O\■■ BO 20 40 50 6H 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ANCHORS TYPE A REM -A.0 38 3 /E" 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES N ..I z o'5 N J z m FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, 7► \1■1■\■■ ■\M■■ ■\\■\■ \ ■ ■\\■■■ IIIMEDIMMERMIMMilliM ■ ■fiiii ■ ■ \�i ■ \ ■■ ■ ■■ \■\M■ \M■ ■■ MOMMOMMIUMOMINII ■ ■ ■ ■ ■1MMIC\■iM 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LDAD CHART ANCHORS TYPE B RECT -B 20 32 40 EiH 6E 70 80 TRIBUTARY WIDTH - INCHES En9n DR. HUMAYOUN FAR000 FLA. STRUCTURES DEC Lo m Cf 144 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ANCHORS TYPE C mmc-r -e 20 30 40 60 60 70 80 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED AcaterascEN0. °I- /LlR.0 EXPIRATION DATE . .. 2 BY 40ODUCF CONTROL DIVDSION I510 CODE COMPLIANCE OFFICE 8 drawing no. M95 -08B (sheet 2 of 3 ALUMINUM TUBE MULUON MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -3 /e LONG PRECAST CONC. SILL 14 S.U.S. 1 -1/4' MIN. EMBED INTO WOOD 1/ ANGLE 4 / 14 S.M.S. 2/ ANGLE � NOTCN ANGLES TO MISS MARBLE SILL OR TRIM 3/18 OM. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE MUWON MUWON 2X 2X 1/8' ALUM ANGLE 2 -5 /11' LONG 71e TYP. 1.625 � I - -3.000 MULLION CLIP (ALT. TO ANGLES) THIS CLIP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS REDD.) —1.141 14 S.M.S. 1-/2 1 MIN. EMBED INTO WOOD BY drawing no. M95 -08B (sheet 3 of 3 [ MUWON WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED AcceeraxcE O( -2 1 0 ' °2 EXPIRATION DATE 2 X 2 X 1/8' ALUM ANGLE 3-5/8' LONG PRODDCTCONTROLDIVTSION 1NO CODE COMPLIANCE OFFICE 1/4" 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE ° CONCRETE OR CONC. FILLED BLOCKS C n UZ M$ o .021Z CV r14 I BPI 2 m 7